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<br />Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R 03-De~9
<br />Court & High Street James A. Jerde, AIA - Stanley J. Ps2czolkowski, AIA Document Date: 29-Oct-98
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 03-Deo-98
<br />Arbuckle Costic Architects, Inc Portland, Oregon 97221 Print Time: 11:07 AM
<br />50°~G Contract Documents Estimate Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
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<br />Streetsca e Quanti Unit CosUUnit Cost Total 51 ¢ ~:. w": ~~.,. - omments
<br />~- --~ ---.. _ -- -- ---~---- ----__-
<br />Arcades / Pavilions / Clock Tower - Continu
<br />Arcades
<br />SE Arcade @ 10 & 10a from A to A1, 1;
<br />concrete columns
<br />concrete beam
<br />precast concrete base
<br />brick veneer
<br />buli nose brick accent
<br />soldier coursing
<br />4" cmu
<br />5/8" plywood @ roof deck
<br />'/" plywood @ parapet back
<br />alumn panel
<br />membrane roofing
<br />coping / flashing
<br />It guage metal framing
<br />5/8" gyp sheathing (dens glas shthng)
<br />building paper
<br />suspended EIFS ceiling system
<br />Pavillion @ 3& 3a from A to B, 3& 3a fi
<br />concrete columns
<br />concrete beam
<br />precast concrete base
<br />brick veneer
<br />bull nose brick accent
<br />soldier coursing
<br />5/8" plywood @ roof deck
<br />Yi' plywood @ parapet back
<br />membrane roofing
<br />coping / flashing
<br />It guage metal framing
<br />5/8" gyp sheathing (dens glas shthng)
<br />building paper
<br />suspended EIFS ceiling system
<br />Subtotal
<br />TOTAL - SITE WORK
<br />& 13 from A to C
<br />4.4 cy 1,100.00 4,840 4,840
<br />31.0 cy 850.00 26,333 26,333
<br />620 sf 30.00 18,600 18,600
<br />2,236 sf 18.75 41,925 41,925
<br />154 If 27.00 4,158 4,158
<br />306 If 24.00 7,344 7,344
<br />33 sf 8.00 264 264
<br />1,088 sf 1.35 1,469 1,469
<br />172 sf 1.15 198 ~ 98
<br />246 sf 20.00 4,920 4,920
<br />1,088 sf 5.00 5,440 5,440
<br />200 If 15.00 3,000 3,000
<br />3,582 sf 3.75 13,433 13,433
<br />2,258 sf 1.20 2,710 2,710
<br />2,201 sf 0.10 220 22~
<br />884 sf 6.50 5,746 5,746
<br />~NtoO
<br />4.4 cy 1,100.00 4,840 4,840
<br />9.1 cy 850.00 7,768 7.~68
<br />620 sf 30.00 18,600 18,60U
<br />2,404 sf 18.75 45,075 45,075
<br />154 If 27.00 4,158 4,158
<br />1, 506 If 24.00 36,144 36,144
<br />630 sf 1.35 851 $5~
<br />240 sf 1.15 276 2~g
<br />630 sf 5.00 3,150 3,150
<br />152 If 15.00 2,280 2,28~
<br />3,654 sf 3.75 13,703 13,703
<br />3,024 sf 1.20 3,629 3,629
<br />3,326 sf 0.10 333 333
<br />630 sf 6.50 4,095 4,095
<br /> 447,351 0 0 447,351
<br />~1,552,279 $Uj._ ~ul ~~,S~G,[/y
<br />Streetscape Detail Estimate - Page 6
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